• Proceedings of the Korean Society of Medical Physics Conference
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• 2003.09a
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• pp.42-42
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• 2003

목적 : 조사면 크기에 따른 금속쐐기와 가상쐐기에 의한 6 MV 와 15 MV 엑스선의 출력 및 상부와 하부 에 설치하는 금속쐐기의 출력을 비교하고자 한다. 대상 및 방법 : Varian Clinac21EX(미국)는 두부의 상부와 하부에 설치하는 각각의 금속쐐기와 제한기에 의한 가상쐐기 기능을 가지고 있다. 금속쐐기의 쐐기각은 네 가지 (15$^{\circ}$, 30$^{\circ}$, 45$^{\circ}$, 60$^{\circ}$)이며 투과력에 무관하게 한 쐐기각에 대한 쐐기는 사하부는 각 1 개이고, 가상쐐기는 일곱 가지 ($10^{\circ}$, 15$^{\circ}$, 20$^{\circ}$, 25$^{\circ}$, 30$^{\circ}$, 45$^{\circ}$, 60$^{\circ}$) 이다. 각 쐐기에 대하여 3$\times$3～20$\times$20 $\textrm{cm}^2$ 의 조사면 크기에서 6 및 15 MV 엑스선의 쐐기출력인수 (wedge field output factor)를 $d_{max}$와 10 $\textrm{cm}^2$ 깊이에서 측정하였다. 조사면크기와 측정깊이에 따른 쐐기출력인수의 변화추이를 관찰하였다. 쐐기출력인수 O $F_{Wdg}$는 다음과 같다. O $F_{Wdg}$(r)= $D_{Wdg}$(r)/ $D_{op}$ ( $r_{0}$) 여기서 $r_{0}$와 r은 각각 민조사면의 기준조사면크기, 쐐기조사면크기이다. 하부쐐기에 대한 상부쐐기의 출력인수의 상대적인 백분율 차이, %ROD=l00$\times$(O $F_{upWdg}$/O $F_{lowWdg}$ lowWdg/ - 1)를 구하였다. 조사면크기와 깊이에 따른 %ROD의 변화추이를 평가하였으며 쐐기 각각에 대하여 출력인수를 측정해야하는지 평가하였다. 결과 : 금속쐐기에 대한 쐐기출력인수는 방사선의 투과력과 깊이에 관계없이 조사면 크기가 커짐에 따라 증가하였으나 가상쐐기의 쐐기출력인수는 쐐기각이 작은 경우에는 조사면크기가 커짐에 따라 증가하다가 감소하였으며 최대값을 보이는 조사면크기는 쐐기각이 커짐에 반하여 감소하였으며 투과력에 관계없이 60。 쐐기에 대해서는 조사면 크기가 4 cm(A/P=1) 이상에서 조사면크기가 커짐에 따라 감소하였다. 6 MV 엑스선 에 대한 10 cm 깊이에서 15。 쐐기와 15 MV 엑스선에 대한 10 cm 깊이에서 45。 쐐기의 A/P 가 1.5보다 작은 조사면을 제외하고는 조사면의 크기가 커짐에 따라 %ROD는 감소하였다. $d_{max}$에서는 15。 쐐기와 30。 쐐기에 대해서는 %ROD가 음수였으며 절대값이 증가하였다. 이는 곧 조사면의 크기가 커짐에 따라 상부쐐기의 쐐기출력계수가 하부쐐기와 접근하고 드디어는 상부쐐기의 출력인수가 하부쐐기의 출력인수보다 작아질 수도 있다는 것을 의미하고 있다. 또한 %ROD 는 쐐기각이 클수록 변화가 컸으며, 조사면 크기가 커짐에 따라 10 cm 깊이에서보다 $d_{max}$에서 더 급하게 감소하였다. %ROD 는 6 MV 엑스선에 대해서는 -0.52～4.18 % 였고, 15 MV 엑스선에 대해서는 -0.44-4.18 % 였다. 결론 : 두 가지 투과력의 엑스선이 방출되는 선형가속기의 상하부 쐐기와 가상쐐기의 출력인수를 측정하여 비교하였다. 결과에서 얻어진 결론은 아래와 같다. 1. 조사면의 크기가 커짐에 따라 금속쐐기의 출력계수 는 증가하였으나 가상쐐기의 경우는 증가하다가 감소하거나 큰 쐐기각에 대해서는 감소만 하였다. 2. 상부쐐 기와 하부쐐기는 쐐기출력인수가 4% 이상 차이가 날 수 있으므로 독립적으로 측정하여 이용하여야 할 것이다.것이다.다.

• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.273-276
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• 2000

본 연구에서는 무반향 수조의 내벽 흡음 물질로 사용되는 무반향 타일을 쐐기형으로 제작하여 쐐기의 꼭지 각 변화에 따른 음향학적인 특성을 고찰하였다. 실험에서 사용된 쐐기형 무반향 타일의 크기는 $40{\cal}cm{\times}38.5{\cal}cm$ 이며, 타일을 구성하는 각 쐐기의 길이는 $2.75{\cal}cm$로 고정하고 각각 쐐기의 꼭지각이 $30^\circ$ 와 $60^\circ$ 인 타일을 제작하였다. 수중에서 쐐기가 없는 무반향 시료와 쐐기형 무반향 타일에 음파를 수직 입사하여 반사계수를 측정하였으며, 쐐기의 유무와 무반향 타일을 구성하는 쐐기의 꼭지각 변화에 따른 반사 및 흡음 특성을 고찰하였다. 음향특성 임피던스가 $2.14\times10^6$ Pa$\cdot$s/m인 쐐기형 무반향 타일을 25kHz 에서 100kHz의 주파수 영역의 음파를 입사했을 애 쐐기의 꼭지각이 $30^\circ$ 일 때 $60^\circ$보다 압력반사계수가 작고, 반사손실이 증가함을 알 수 있었으며, 그 결과로써 본 실험에서 사용된 $30^\circ$의 쐐기 꼭지각을 갖는 무반향 타일이 내벽 흡음 물질로서 성능이 더 좋다는 것을 확인하였다.

• Proceedings of the Acoustical Society of Korea Conference
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• 1996.10a
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• pp.14-18
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• 1996

쐐기각이 다른 4종류의 쐐기형 흡음타일을 설계,제작하고 각각의 흡음타일에 대한 음파 반사계수를 측정하였다. 흡음타일의 정면에서 측정한 반사계수는 실험한 4개의 타일중 쐐기의 꼭지각이 30$^{\circ}$일 때 최소값을 갖고 120$^{\circ}$ 일 때 최대값을 가졌다. 쐐기형 흡음타일의 꼭지각이 클수록 그 반사계수가 증가되는 것을 확인하였다. 또한 쐐기의 꼭지각이 같은 종류의 타일헤서는 본 실험에 사용한 10kHz~30kHz 입사음파의 주파수와 측정한 반사계수는 무관함을 보였다. 그리고 쐐기형 흡음타일 후면에서 측정한 반사계수는 타입에 관계없이 일정하게 나타났다.

• The Journal of the Acoustical Society of Korea
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• v.20 no.4
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• pp.5-11
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• 2001

Acoustic characteristics of the wedge-shaped anechoic tiles, used as absorbing lining materials for an anechoic water tank, were investigated for different wedge-apex angles. The anechoic tile base has the dimensions of 400mm x 385mm x 15.5mm. In order to investigate anechoic effect, the wedge-apex angles 30° and 60° were selected by using a ray-tracing method. The reflection loss of the anechoic tiles with and without wedges were experimentally studied at normal incident sound waves in water. In this experiment, the reflection loss of wedge-shaped anechoic tiles with the optimum wedge-apex angle 30° is larger than one with the angle 60° and one without wedges. The experimental results show that the wedge-shaped anechoic tiles with the wedge-apex angle 30°, optimized by using ray-tracing method, turn out better absorbing lining materials of an anechoic water tank.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2003.10a
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• pp.237-237
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• 2003

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2005.10a
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• pp.247-252
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• 2005

The wedge type rail clamp has the operating mechanism: First, the jaw pad clamps a rail with small clamping force Next as the wind speed increases, the clamping force of the jaw pad is increased by the wedge. In order to design the wedge type rail clamp, we need to determine the proper wedge angle to minimize the sliding distance of a roller and the proper clamping angle of a locker to generate the initial clamping force of a jaw pad. The researches for the proper wedge angle have conducted, and in this study we conducted the investigation to determine the proper clamping angle of a locker in the rail clamp with wedge angle of $10^{\circ}$. Because the initial damping force of the jaw pad was determined by the clamping angle of the locker, in order to carry out the clamping force of a jaw pad, we measured the locking force applied to a locker with respect to the clamping angle of a locker, such as $3^{\circ},\;4^{\circ},\;5^{\circ},\;6^{\circ},\;$ using a pressure gauge, and compared the results with the FEA results.

• Journal of Navigation and Port Research
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• v.29 no.8 s.104
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• pp.735-740
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• 2005

In this paper, we designed a wedge type rail-clamp which can protect container crane from sudden wind blast with constant clamping force regardless of the operating period. When we design wedge type rail clamp, it is important to determine an angle of wedge which prevent rotating of jaw and for smooth operation when wind blows. Therefore, this paper suggest a process to decide an angle of wedge within proper range obtained by experimental analysis as well as FEA of the wedge type rail clamp. A model with $6^{\circ}$ wedge angle is the most proper model to use in rail clamp bemuse it generated satisfactory clamping force and rotating angle underdesign specification.

• Progress in Medical Physics
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• v.12 no.2
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• pp.125-131
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• 2001

We was investigate the dosimetric characteristics of the virtual wedge and it compared to the conventional fixed wedge. Also we was evaluate the quality factor of the experimental multi-channel dosimetry system for virtual wedge. Recently virtual wedge technique and wedge fraction methods are available through the computer controlled asymmetric collimator or the independent jaw in medical linear accelerator for radiation therapy. The dosimetric characteristics are interpreted by radiation field analyzer RFA-7 system and PTW-UNIDOS system. Experimental multi-channel dosimetry system for virtual wedge was consists of the electrometer, the solid detector and array phantom. The solid detectors were constructed using commercially diodes for the assessment of quality assurance in radiotherapy. And it was used for the point dose measuring and field size scanning. The semiconductor detector and ion chamber were positioned at a dmax, 5 cm, 10 cm, 20 cm depth and its specific ratio was determined using a scanning data. Wedge angles in fixed and virtual type are compared with measurements in water phantom and it is shown that the wedge angle 15$^{\circ}$, 30$^{\circ}$, 45$^{\circ}$were agree within 1$^{\circ}$ degree in 6, 10 MV photon beams. In PDD and beam flatness, experimental multi-channel disimetry system was capable of reproduceing the measured values usually to within $\pm$2.1% the statistical uncertainties of the data. It was used to describe dosimetric characteristics of virtual wedge in clinical photon beams. Also we was evaluate optimal use of the virtual wedge and improve the quality factor of the experimental multi-channel dosimetry system for virtual wedge.

• Radiation Oncology Journal
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• v.17 no.1
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• pp.78-83
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• 1999

Purpose : We have compared the characteristics of Siemens virtual wedge device with physical wedges for clinical application. Materials and Methods : We investigated the characteristics of virtual and physical wedges for various wedge angles (15, 30, 45, and 60$^{\circ}$) using 6- and 15MV photon beams. Wedge factors were measured in water using an ion chamber for various field sizes and depths. In case of virtual wedge device, as upper jaw moves during irradiation, wedge angles were estimated by accumulated doses. These measurements were performed at off-axis points perpendicular to the beam central axis in water for a 15cm${\times}$20cm radiation field size at the depth of loom. Surface doses without and with virtual or physical wedges were measured using a parallel plate ion chamber at surface. Field size was 15cm H20cm and a polystyrene phantom was used. Results : For various field sizes, virtual and physical wedge factors were changed by maximum 2.1% and 3.9%) , respectively. For various depths, virtual and physical wedge factors were changed by maximum 1.9% and 2.9%, respectively. No major difference was found between the virtual and physical wedge angles and the difference was within 0.5$^{\circ}$ . Suface dose with physical wedge was reduced by maximum 20% (x-ray beam :6 MV, wedge angle:45$^{\circ}$, 550: 80 cm) relative to one with virtual wedge or without wedge. Conclusions : Comparison of the characteristics of Siemens virtual wedge device with physical wedges was performed. Depth dependence of virtual wedge factor was smaller than that of physical wedge factor. Virtual and physical wedge factors were nearly independent of field sizes. The accuracy of virtual and physical wedge angles was excellent. Surface dose was found to be reduced using physical wedge.

• The Journal of the Acoustical Society of Korea
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• v.16 no.3
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• pp.45-50
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• 1997

Four different wedge angle absorptive tiles were designed and made, and the magnitudes of the reflected acoustic fields by the wedge shaped underwater sound absorptive tiles were measured. The minimum magnitude was found at the angle of 30$^{\circ}$ and the maximum of it was found at the wedge angle of 120$^{\circ}$ from measured the reflected acoustic fields at the front sides of the tiles. The fact that as wedge angle of the absorptive tile increases, the reflection coefficient is increasing is verified. The measured reflected acoustic fields were not dependent on the frequency in the range of 10kHz~30kHz used in this experiment for the same wedge angle tile. The measured reflected acoustic fields at the back sides of the tiles show that they are independent from both type of the absorptive tiles and the frequencies used in the experiments. The measured values and the computed values by the numerical model for the reflected acoustic fields of the wedge shaped absorptive tiles are fairly well comparable with one another.